Tender For Construction Of A 6.00-Meter-Wide Service Road Under The Anand Kashi Scheme, Located In The Village Of Kallipur Within Varanasi City
Tender Value
86.33 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
0 days left
EMD
1.73 Lakhs
Bank guarantee accepted
Document Fee
4540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A 6.00-Meter-Wide Service Road Under The Anand Kashi Scheme, Located In The Village Of Kallipur Within Varanasi City
BOQ
| Sl. No. | Item Description |
| 1 | Description |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.. (DSR 2023, SI No. 2.8.1) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). [DSR 2023 SI NO 4.1.8 ] |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 2023 SI NO 6.1.1) |
| 5 | Excavating, supplying, stacking and filling of local earth (excluding royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2023 SI NO 2.25A) |
| 6 | Compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).(DSR 2023 SI NO 16.2) |
| 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.(DSR 2023 SI NO 16.1 ) |
| 8 | Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose) (Rate Analysis) |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 2023 SI NO 16.91.2) |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level( DSR 2023 SI No. 5.33.1.1 ) |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 2023 SI No. 5.33.1.1) |
| 12 | Steel rainforcement for RCC work including straightaning cutting bending placing in position and banding all complite up to plinth level Thermo mechanically Tratrd bar of grade FE 500 d or mor (DSR 2023 SI NO 5.22.6) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete ( DSR 2023 SI NO 5.9.1) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 2023 SI NO 5.9.2 ) |
| 15 | supply and fixing of 110 mm dia pvc pipe as par directon of E/I (Previous Santion Rate) |
| 16 | Construction of KC drain with pre cast cc block size (325×400x120mm) laid in flat position and size (325x300x125 mm)laid vertical over 100 mm thick 1:4:8 P.C.C (1 cement ,4 corse sand, 8 stone balast 40 mm) and12 mm thich 1:4 cement mortar (1 cement,4 corse sand ) including jointing the cc block with neat cement including supply of all materials , labour and t&p etc, required for proper compltion of the work as directed by E.I. (Analiysis attached) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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